LUMBER SPECIES: A. POSTS, BEAMS, HEADERS, JOISTS, AND RAFTERS TO BE DF-#2 B. EXPOSED ARCH BEAMS TO BE DF-#1 OR BETTER C. SILLS, PLATES BLOCKING, AND BRIDGING TO BE DF-#2. D. ALL STUDS TO BE DF#2 OR BETTER. E. PLYWOOD SHEATHING SHALL BE AS FOLLOWS: ROOF SHEATHING SHALL BE 5/8" PLYWOOD OR 9/32 OSB. WALL SHEATHING SHALL BE 1/2'' INT-APA RATED 32/16 OR 7/16'' OSB. FLOOR SHEATHING SHALL BE 3/4'' T & G INT-APA RATED OSB. G-1 SHEET: REVISION TABLE NUMBER DATE REVISED BY DESCRIPTION SCALE: INDEX OF DRAWINGS LABEL TITLE DESCRIPTION COMMENTS G-1 PROJECT OVERVIEW AS-1 ARCHITECTURAL SITE PLAN S-1 GENERAL NOTES S-2 FOUNDATION PLAN S-3 FOUNDATION DETAILS S-4 FRAMING S-5 ROOF PLAN S-6 FRAMING DETAILS A-1 FLOOR PLAN A-2 ROOF PLAN A-3 BUILDING SECTIONS A-5 CONSTRUCTION DETAILS A-6 INTERIOR ELEVATIONS A-7 INTERIOR ELEVATIONS A-8 EXTERIOR ELEVATIONS M-1 MECHANICAL PLAN M-2 MECHANICAL DETAILS & SCHEDULES E-1 ELECTRICAL PLAN E-2 ELECTRICAL SPECIFICATIONS & SCHEDULES E-3 ELECTRICAL ONE LINE E-4 ELECTRICAL DETAILS P-1 PLUMBING SEWER PLAN P-2 PLUMBING WATER PLAN P-3 PLUMBING DETAILS & SCHEDULES Premier Bautista Church Addition DATE: Urban Infrastructure Group, Inc. 407 N. Salinas Blvd. Donna,TX 78537 956-464-4710 11/9/2015 GENERAL NOTES: THE BUILDER SHALL VERIFTY THAT SITE CONDITIONS ARE CONSISTENT WITH THESE PLANS BEFORE STARTING WORK. WORK NOT SPECIFICALLY DETAILED SHALL BE CONSTRUCTED TO THE SAME QUALITY AS SIMILAR WORK THAT IS DETAILED. ALL WORK SHALL BE DONE IN ACCORDANCE WITH INTERNATIONAL BUILDING CODES AND LOCAL CODES. WRITTEN DIMENSIONS AND SPECIFIC NOTES SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND GENERAL NOTES. THE ENGINEER/DESIGNER SHALL BE CONSULTED FOR CLARIFICATION IF SITE CONDITIONS ARE ENCOUNTERED THAT ARE DIFFERENT THAN SHOWN, IF DISCREPANCIES ARE FOUND IN THE PLANS OR NOTES, OR IF A QUESTION ARISES OVER THE INTENT OF THE PLANS OR NOTES. CONTRACTOR SHALL VERIFY AND IS RESPONSIBLE FOR ALL DIMENSIONS (INCLUDING ROUGH OPENINGS). PLEASE SEE ADDITIONAL NOTES CALLED OUT ON OTHER SHEETS. BUILDING PERFORMANCE: HEAT LOSS CALCULATIONS SHALL COMPLY WITH THE REQUIREMENTS OF REGIONAL AND LOCAL CODES. SEE CALCULATIONS. PORCHES, DECKS, FOUNDATION, FIREPLACE ENCLOSURES, AND GARAGE AREAS NOT INCLUDED IN LIVING AREA. ALL EXHAUST FANS TO BE VENTED DIRECTLY TO THE EXTERIOR. ALL PENETRATIONS OF THE BUILDING ENVELOPE SHALL BE SEALED WITH CAULK OR FOAM. STRUCTURAL ENGINEER: URBAN INFRASTRUCTURE GROUP DESIGNER: MARIO GARZA JR., URBAN INFRASTRUCTURE GROUP BUILDER: MISCELLANEOUS NOTES: EACH BEDROOM TO HAVE A MINIMUM WINDOW OPENING OF 5.7 SQ. FT. WITH A MINIMUM WIDTH OF 20 IN. AND A SILL LESS THAN 44" ABOVE FIN. FLR. ALL GLAZING WITHIN 18 IN. OF THE FLOOR AND/OR WITHIN 24 IN. OF ANY DOOR (REGARDLESS OF WALL PLANE) ARE TO HAVE SAFETY GLAZING. ALL GLAZING WITHIN 60 IN. OF TUB OR SHOWER FLOOR, 60 IN. OF A STAIR LANDING OR GREATER THAN 9 SQUARE FEET ARE TO HAVE SAFETY GLAZING ALL TUB AND SHOWER ENCLOSURES ARE TO BE GLAZED WITH SAFETY GLASS. ALL EXTERIOR WINDOWS ARE TO BE DOUBLE GLAZED AND ALL EXTERIOR DOORS ARE TO BE SOLID CORE WITH WEATHERSTRIPPING. PROVIDE 1/2 IN. DEADBOLT LOCKS ON ALL EXTERIOR DOORS, AND LOCKING DEVICES ON ALL DOORS AND WINDOWS WITHIN 10 FT. (VERTICAL) OF GRADE. PROVIDE PEEPHOLE 54-66 IN. ABOVE FIN. FLOOR ON EXTERIOR ENTRY DOORS. PROVIDE ONE SMOKE DETECTOR IN EACH ROOM AND ONE IN EACH CORRIDOR ACCESSING BEDROOMS. CONNECT SMOKE DETECTORS TO HOUSE POWER AND INTER-CONNECT SMOKE DETECTORS TO HOUSE POWER AND INTERCONNECT SO THAT, WHEN ANY ONE IS TRIPPED, THEY ALL WILL SOUND. PROVIDE BATTERY BACKUP FOR ALL UNITS. PROVIDE COMBUSTION AIR VENTS (W/SCREEN AND BACK DAMPER) FOR GAS FIRE-PLACE AND ANY OTHER APPLIANCES WITH AN OPEN FLAME. BATHROOMS AND UTILITY ROOMS ARE TO BE VENTED TO THE OUTSIDE WITH A FAN CAPABLE OF PRODUCING A MINIMUM OF 5 AIR EXCHANGES PER HOUR. RANGE HOODS ARE ALSO TO BE VENTED TO THE OUTSIDE. ELECTRICAL RECEPTACLES IN BATHROOMS, KITCHENS AND GARAGES SHALL BE G.F.I. OR G.F.I.C. PER NATIONAL ELECTRICAL CODE REQUIREMENTS. INSULATE ALL ACCESS DOORS/ HATCHES TO CRAWL SPACES AND ATTICS TO THE EQUIVALENT RATING OF THE WALL, FLOOR OR CEILING THROUGH WHICH THEY PENETRATE. UNO ON PLANS. ATTIC R-38 WALLS R-13 FLOORS R-30 PROVIDE CRAWLSPACE VENTING TO MEET THE REQUIREMENTS OF THE 2012 EDITION OF THE I.R.C. PROVIDE SPECIAL INSPECTION, SPECIAL TESTING, REPORTING AND COMPLIANCE PROCEDURES ACCORDING TO THE 2012 INTERNATIONAL BUILDING CODE. DUTIES OF THE GENERAL CONTRACTOR INCLUDE, BUT ARE NOT LIMITED TO: NOTIFY SPECIAL INSPECTOR THAT WORK IS READY FOR INSPECTION AT LEAST 24 HOURS BEFORE THE INSPECTION IS REQUIRED. MAINTAIN ACCESS TO WORK REQUIRING SPECIAL INSPECTION UNTIL IT HAS BEEN OBSERVED AND INDICATED TO BE IN CONFORMANCE BY THE SPECIAL INSPECTOR AND APPROVED BY THE BUILDING OFFICIAL. PROVIDE THE SPECIAL INSPECTOR WITH ACCESS TO APPROVED PERMIT DRAWINGS AND SPECIFICATIONS AT THE JOB SITE. MAINTAIN JOB-SITE COPIES OF ALL REPORTS SUBMITTED BY THE SPECIAL INSPECTOR. DEFINITIONS: CONTINUOUS INSPECTION: THE SPECIAL INSPECTOR IS OBSERVING THE WORK REQUIRING SPECIAL INSPECTION AT ALL TIMES. PERIODIC INSPECTION: THE SPECIAL INSPECTOR IS ON SITE AS REQUIRED TO CONFIRM THAT THE WORK REQUIRING SPECIAL INSPECTION IS IN CONFORMANCE. GENERAL NOTES AND SPECIFICATIONS THE GENERAL CONTRACTOR SHALL FULLY COMPLY WITH THE 2012 IBC AND ALL ADDITIONAL STATE AND LOCAL CODE REQUIREMENTS. 2006 IEC AND 2006 IMC SHALL BE USED. THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY WORK KNOWINGLY PERFORMED CONTRARY TO SUCH LAWS, ORDINANCES, OR REGULATIONS. THE CONTRACTOR SHALL ALSO PERFORM COORDINATION WITH ALL UTILITIES AND STATE SERVICE AUTHORITIES. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. THE GENERAL CONTRACTOR SHALL VERIFY AND IS RESPONSIBLE FOR ALL DIMENSIONS (INCLUDING ROUGH OPENINGS) AND CONDITIONS ON THE JOB AND MUST NOTIFY THIS OFFICE OF ANY VARIATIONS FROM THESE DRAWINGS. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR THE DESIGN AND PROPER FUNCTION OF PLUMBING, HVAC AND ELECTRICAL SYSTEMS. THE GENERAL CONTRACTOR SHALL NOTIFY THIS OFFICE WITH ANY PLAN CHANGES REQUIRED FOR DESIGN AND FUNCTION OF PLUMBING, HVAC AND ELECTRICAL SYSTEMS. THIS OFFICE SHALL NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS AND METHODS, ACTS OR OMISSIONS OF THE CONTRACTOR OR SUBCONTRACTOR, OR FAILURE OF ANY OF THEM TO CARRY OUT WORK IN ACCORDANCE WITH THE CONSTRUCTION DOCUMENTS. AND DEFECT DISCOVERED IN THE CONSTRUCTION DOCUMENTS SHALL BE BROUGHT TO THE ATTENTION OF THIS OFFICE BY WRITTEN NOTICE BEFORE PROCEEDING WITH WORK. REASONABLE TIME NOT ALLOWED THIS OFFICE TO CORRECT THE DEFECT SHALL PLACE THE BURDEN OF COST AND LIABILITY FROM SUCH DEFECT UPON THE CONTRACTOR. DESIGN CRITERIA: 2012 IRC AND IBC ROOF: 50 PSF SNOW LOAD *8 PSF TOP CHORD DL. *7 PSF BOTTOM CHORD DL. *5 PSF NET WIND UPLIFT. FLOOR: 40 PSF LL. *10 PSF TOP CHORD DL. *5 PSF BOTTOM CHORD DL. SOIL: *2,000 PSF ALLOWABLE (ASSUMED). TO BE AT TIME OF EXCAVATION FROST DEPTH: *2'-0" SEISMIC ZONE: C, WIND: 90 MPH (90 MPH 3 SEC GUST), EXPOSURE C. THIS STRUCTURE SHALL BE ADEQUATELY BRACED FOR WIND LOADS UNTIL THE ROOF, FLOOR AND WALLS HAVE BEEN PERMANENTLY FRAMED TOGETHER AND SHEATHED. INSTALL POLYISOCYANURATE FOAM TYPE INSULATION AT FLOOR AND PLATE LINES, OPENINGS IN PLATES, CORNER STUD CAVITIES AND AROUND DOOR AND WINDOW ROUGH OPENING CAVITIES. INSTALL WATERPROOF GYPSUM BOARD AT ALL WATER SPLASH AREAS TO MINIMUM 70" ABOVE SHOWER DRAINS. INSULATE WASTE LINES FOR SOUND CONTROL. EXHAUST ALL VENTS AND FANS DIRECTLY TO OUTSIDE VIA METAL DUCTS, PROVIDE 90 CFM (MIN) FANS TO PROVIDE 5 AIR CHANGES PER HOUR IN BATHS CONTAINING TUB AND / OR SHOWER AND IN LAUNDRY ROOMS. ALL RECESSED LIGHTS IN INSULATED CEILINGS TO HAVE THE I.C. LABEL. PROVIDE SOLID BLOCKING UNDER ALL BEARING WALLS PERPENDICULAR TO JOISTS AND OTHER BEARING POINTS NOT OTHERWISE PROVIDED WITH SUPPORT. HOME OWNER: PREMIER BAUTISTA CHURCH PROJECT ADDRESS: 1206 South Ave, Donna, TX 78537 PROJECT DISCRIPTION: ONE STORY, ADDITION OCCUPANCY: GROUP A-3 CONSTRUCTION TYPE: TYPE IIB ALLOWABLE AREA: UNLIMITED BLDG PERMIT#: _________________ BUILDING FLOOR 1: X SQ. FT. AREA: GARAGE: 0 SQ. FT. TOTAL: X SQ. FT. DECKS X SQ. FT. LIVABLE AREA: X SQ. FT.